Author: Hockley, C H
First published: N/A
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Hockley, C H
THE problem of the simply-supported rectangular beam having a single circular hole is investigated for the case of bending with shear. An approximate mathematical analysis is presented along with the results of a photoelastic investigation. Results are also given for a rolled steel joist with a circular hole in its web from measurements with acoustic and electrical resistance strain gauges. J. E. Gibson and W. M. Jenkins
THE PRESIDENT introduced the Authors who then presented their paper and exhibited a model of part of the roof frame of the building.